complex Package¶
oes_bars
Module¶
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_bars.
ComplexBarStrain
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- # s_code=10
- S T R A I N S I N B A R E L E M E N T S ( C B A R )
- ELEMENT SA1 SA2 SA3 SA4 AXIAL SA-MAX SA-MIN M.S.-T
- ID. SB1 SB2 SB3 SB4 STRAIN SB-MAX SB-MIN M.S.-C
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_bars.
ComplexBarStress
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
- # s_code=0
- C O M P L E X S T R E S S E S I N B A R E L E M E N T S ( C B A R )
- (MAGNITUDE/PHASE)
- ELEMENT LOCATION LOCATION LOCATION LOCATION AVERAGE
ID. 1 2 3 4 AXIAL STRESS
- 1 ENDA 9.331276E+04 9.331276E+04 9.331276E+04 9.331276E+04 0.0
- 180.0000 0.0 0.0 180.0000 0.0
Methods
oes_bush
Module¶
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_bush.
ComplexBushStrain
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
- # s_code=10
- S T R A I N S I N B A R E L E M E N T S ( C B A R )
- ELEMENT SA1 SA2 SA3 SA4 AXIAL SA-MAX SA-MIN M.S.-T
- ID. SB1 SB2 SB3 SB4 STRAIN SB-MAX SB-MIN M.S.-C
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_bush.
ComplexBushStress
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
- # s_code=0
- C O M P L E X S T R E S S E S I N B A R E L E M E N T S ( C B A R )
- (MAGNITUDE/PHASE)
- ELEMENT LOCATION LOCATION LOCATION LOCATION AVERAGE
ID. 1 2 3 4 AXIAL STRESS
- 1 ENDA 9.331276E+04 9.331276E+04 9.331276E+04 9.331276E+04 0.0
- 180.0000 0.0 0.0 180.0000 0.0
Methods
oes_bush1d
Module¶
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_bush1d.
ComplexBush1DStress
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
- # s_code=0
- C O M P L E X S T R E S S E S I N B A R E L E M E N T S ( C B A R )
- (MAGNITUDE/PHASE)
- ELEMENT LOCATION LOCATION LOCATION LOCATION AVERAGE
ID. 1 2 3 4 AXIAL STRESS
- 1 ENDA 9.331276E+04 9.331276E+04 9.331276E+04 9.331276E+04 0.0
- 180.0000 0.0 0.0 180.0000 0.0
Methods
oes_plates
Module¶
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.
ComplexPlateArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.OES_Object
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.
ComplexPlateStrain
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
# ??? - is this just 11 ELEMENT STRAIN STRAINS IN ELEMENT COORD SYSTEM PRINCIPAL STRAINS (ZERO SHEAR) ID. CURVATURE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES # s_code=11 S T R A I N S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 4 ) OPTION = BILIN ELEMENT STRAIN STRAINS IN ELEMENT COORD SYSTEM PRINCIPAL STRAINS (ZERO SHEAR) ID GRID-ID CURVATURE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES # s_code=15 S T R A I N S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 4 ) ELEMENT FIBER STRAINS IN ELEMENT COORD SYSTEM PRINCIPAL STRAINS (ZERO SHEAR) ID. DISTANCE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR VON MISES # s_code=10 S T R A I N S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 4 ) OPTION = BILIN ELEMENT STRAIN STRAINS IN ELEMENT COORD SYSTEM PRINCIPAL STRAINS (ZERO SHEAR) MAX ID GRID-ID CURVATURE NORMAL-X NORMAL-Y SHEAR-XY ANGLE MAJOR MINOR SHEAR
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.
ComplexPlateStrainArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateArray
,pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.
ComplexPlateStress
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
C O M P L E X S T R E S S E S I N Q U A D R I L A T E R A L E L E M E N T S ( Q U A D 8 ) (REAL/IMAGINARY) ELEMENT FIBRE - STRESSES IN ELEMENT COORDINATE SYSTEM - ID GRID-ID DISTANCE NORMAL-X NORMAL-Y SHEAR-XY
- 0 100 CEN/8 -2.500000E-02 0.0 / 0.0 0.0 / 0.0 0.0 / 0.0
- 2.500000E-02 0.0 / 0.0 0.0 / 0.0 0.0 / 0.0
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.
ComplexPlateStressArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.complex.oes_plates.ComplexPlateArray
,pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
Methods
oes_rods
Module¶
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_rods.
ComplexRodDamper
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_rods.
ComplexRodStrain
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_rods.
ComplexRodStress
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
Methods
oes_shear
Module¶
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_shear.
ComplexShearStrain
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_shear.
ComplexShearStress
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
# format_code=1 sort_code=0 stressCode=0 S T R E S S E S I N S H E A R P A N E L S ( C S H E A R ) ELEMENT MAX AVG SAFETY ELEMENT MAX AVG SAFETY ID. SHEAR SHEAR MARGIN ID. SHEAR SHEAR MARGIN 328 1.721350E+03 1.570314E+03 7.2E+01
Methods
oes_solids
Module¶
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.
ComplexSolidArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.OES_Object
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.
ComplexSolidStrain
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.
ComplexSolidStrainArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidArray
,pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.
ComplexSolidStress
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.
ComplexSolidStressArray
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.complex.oes_solids.ComplexSolidArray
,pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
Methods
oes_springs
Module¶
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_springs.
ComplexCelasStrain
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StrainObject
Methods
-
class
pyNastran.op2.tables.oes_stressStrain.complex.oes_springs.
ComplexCelasStress
(data_code, is_sort1, isubcase, dt)[source]¶ Bases:
pyNastran.op2.tables.oes_stressStrain.real.oes_objects.StressObject
S T R E S S E S I N S C A L A R S P R I N G S ( C E L A S 2 ) TIME STRESS TIME STRESS TIME STRESS TIME STRESS 0.0 0.0 5.000000E-02 0.0 1.000000E-01 0.0 1.500000E-01 0.0 2.000000E-01 0.0 2.500000E-01 0.0 3.000000E-01 0.0 3.500000E-01 0.0
Methods